Example of International Journal of Geotechnical Engineering format
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Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format
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Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format Example of International Journal of Geotechnical Engineering format
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open access Open Access

International Journal of Geotechnical Engineering — Template for authors

Publisher: Taylor and Francis
Categories Rank Trend in last 3 yrs
Soil Science #44 of 135 up up by 38 ranks
Geotechnical Engineering and Engineering Geology #65 of 195 up up by 43 ranks
Environmental Engineering #63 of 146 up up by 16 ranks
journal-quality-icon Journal quality:
Good
calendar-icon Last 4 years overview: 256 Published Papers | 816 Citations
indexed-in-icon Indexed in: Scopus
last-updated-icon Last updated: 06/06/2020
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Related Journals

open access Open Access

Springer

Quality:  
High
CiteRatio: 2.3
SJR: 0.512
SNIP: 0.973
open access Open Access

Elsevier

Quality:  
High
CiteRatio: 5.7
SJR: 1.444
SNIP: 2.049
open access Open Access

Springer

Quality:  
Good
CiteRatio: 2.0
SJR: 0.397
SNIP: 0.996
open access Open Access

Springer

Quality:  
Medium
CiteRatio: 1.4
SJR: 0.37
SNIP: 0.969

Journal Performance & Insights

CiteRatio

SCImago Journal Rank (SJR)

Source Normalized Impact per Paper (SNIP)

A measure of average citations received per peer-reviewed paper published in the journal.

Measures weighted citations received by the journal. Citation weighting depends on the categories and prestige of the citing journal.

Measures actual citations received relative to citations expected for the journal's category.

3.2

33% from 2019

CiteRatio for International Journal of Geotechnical Engineering from 2016 - 2020
Year Value
2020 3.2
2019 2.4
2018 1.3
2017 1.0
2016 0.8
graph view Graph view
table view Table view

0.585

3% from 2019

SJR for International Journal of Geotechnical Engineering from 2016 - 2020
Year Value
2020 0.585
2019 0.567
2018 0.434
2017 0.312
2016 0.319
graph view Graph view
table view Table view

1.421

2% from 2019

SNIP for International Journal of Geotechnical Engineering from 2016 - 2020
Year Value
2020 1.421
2019 1.4
2018 0.775
2017 0.6
2016 0.5
graph view Graph view
table view Table view

insights Insights

  • CiteRatio of this journal has increased by 33% in last years.
  • This journal’s CiteRatio is in the top 10 percentile category.

insights Insights

  • SJR of this journal has increased by 3% in last years.
  • This journal’s SJR is in the top 10 percentile category.

insights Insights

  • SNIP of this journal has increased by 2% in last years.
  • This journal’s SNIP is in the top 10 percentile category.

International Journal of Geotechnical Engineering

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Taylor and Francis

International Journal of Geotechnical Engineering

The International Journal of Geotechnical Engineering is a quarterly publication of peer-reviewed original papers, technical notes, and state-of-the-art reviews by international scholars covering all topics of geotechnical engineering. The aim of the Journal is to provide high...... Read More

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Last updated on
05 Jun 2020
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ISSN
1938-6362
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Acceptance Rate
Not provided
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Frequency
Not provided
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Open Access
Yes
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Sherpa RoMEO Archiving Policy
Green faq
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Plagiarism Check
Available via Turnitin
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Endnote Style
Download Available
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Citation Type
Numbered
[25]
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Bibliography Example
Blonder GE, Tinkham M, Klapwijk TM. Transition from metallic to tunneling regimes in superconducting microconstrictions: Excess current, charge imbalance, and supercurrent conversion. Phys Rev B. 1982; 25(7):4515–4532. Available from: 10.1103/PhysRevB.25.4515.

Top papers written in this journal

Journal Article DOI: 10.1179/1938636213Z.00000000043
Experimental and numerical studies on footings supported on geocell reinforced sand and clay beds
A. Hegde1, T. G. Sitharam1

Abstract:

This paper presents the results of laboratory model tests and numerical studies conducted on a square footing resting on geocell reinforced sand and clay beds. Using suitable scaling considerations, a model footing size was arrived from the prototype raft foundation. Commercially available geocells made up of polyethylene hav... This paper presents the results of laboratory model tests and numerical studies conducted on a square footing resting on geocell reinforced sand and clay beds. Using suitable scaling considerations, a model footing size was arrived from the prototype raft foundation. Commercially available geocells made up of polyethylene having an equivalent pocket diameter of 0⋅25 m and aspect ratio of 0⋅6 were used in the experimental investigation. Clean sand was used to fill the geocell pockets in both sand and clay bed tests. Test results of unreinforced, geocell reinforced, and geocell reinforced with additional planar geogrid at the base of the geocell cases are compared separately for sand and clay beds. Results reveal that the use of geocell increases the ultimate bearing capacity of the sand bed by 2⋅4 times and clay bed by 3⋅2 times. Provision of the planar geogrid at the base of the cellular mattress arrests the surface heaving and prevents the rotational failure of the footing. Moduli of subgrade rea... read more read less

Topics:

Geogrid (51%)51% related to the paper
73 Citations
Journal Article DOI: 10.1080/19386362.2017.1329259
Experimental study of the effects of curing time on geotechnical properties of stabilized clay with lime and geogrid
Soheil Jahandari1, Mohammad Saberian2, Farzad Zivari3, Jie Li2, Mojtaba Ghasemi1, Ramin Vali

Abstract:

Lime treatment is extensively used to improve the properties of soft and weak soils One of the most important reasons for using lime is to reduce the swelling behaviour of the clay soil The react Lime treatment is extensively used to improve the properties of soft and weak soils One of the most important reasons for using lime is to reduce the swelling behaviour of the clay soil The react read more read less

Topics:

Lime (58%)58% related to the paper, Geogrid (54%)54% related to the paper, Bulk modulus (53%)53% related to the paper, Shear modulus (51%)51% related to the paper
64 Citations
Journal Article DOI: 10.1080/19386362.2017.1305652
A PSO-ANN hybrid model for predicting factor of safety of slope
Saurav Rukhaiyar1, Mahamad Nabab Alam1, Narendra Kumar Samadhiya1

Abstract:

Stability analyses of slopes are routinely done to identify potential landslide sections. This is done for applying proper mitigation techniques. The stability of slopes is generally defined by using the term factor of safety (FOS). Various analytical and numerical models for calculating the value of FOS of slopes have been g... Stability analyses of slopes are routinely done to identify potential landslide sections. This is done for applying proper mitigation techniques. The stability of slopes is generally defined by using the term factor of safety (FOS). Various analytical and numerical models for calculating the value of FOS of slopes have been given by researchers. They had identified various independent parameters affecting the stability of slopes. The relation between FOS and influencing parameters is non-linear, which makes it a complex, multivariate problem. Recently intelligent systems have gained acknowledgement in solving such highly complex, multivariate problem. Artificial neural network (ANN), have got high degree success in solving such problem. However, ANN has its own limitations. Various researchers identified slow learning rate and getting trapped in local minima as the potential shortcoming of ANN. These shortcomings are associated with optimisation algorithm in the ANN. A number of metaheuristic optimisation... read more read less
61 Citations
Journal Article DOI: 10.1080/19386362.2016.1187884
Stabilization of Soft Kaolin Clay with Silica Fume and Lime
Ali Jamal Alrubaye1, Muzamir Hasan1, Mohammed Y. Fattah2

Abstract:

Studies on chemically stabilised soils have shown that the effectiveness of treatment is largely dependent on the soil’s natural environment. This type of soil can be categorised as problematic due to its weak properties. At the preliminary stage, soft clay soil does not meet the requirements necessary for construction purpos... Studies on chemically stabilised soils have shown that the effectiveness of treatment is largely dependent on the soil’s natural environment. This type of soil can be categorised as problematic due to its weak properties. At the preliminary stage, soft clay soil does not meet the requirements necessary for construction purposes because the entire load from the top of the building will be transferred to the underlying soil. This research considers the soil stabilisation of a soft clay soil (Kaolin S300) stabilised with various percentages of lime and 4% silica fume. The percentages of lime vary at 3, 5, 7 and 9%, while the percentage of silica fume is fixed at 4%. The main objective in this research is to improve the undrained shear strength of soft clay soil mixed with various percentages of lime (L) and 4% silica fume (SF). The properties of the soils were compared for kaolin only and for different percentages of lime mixed with 4% silica fume. The results showed that the optimum percentages of lime and ... read more read less

Topics:

Lime (62%)62% related to the paper, Silica fume (59%)59% related to the paper, Soil water (51%)51% related to the paper
54 Citations
Journal Article DOI: 10.3328/IJGE.2007.01.01.19-29
Settlements of shallow foundations on granular soil — an overview

Abstract:

The main objective of this paper is to review the current state-of-the-art for predicting settlements of shallow foundations in granular soils. The traditional settlement prediction methods are critically reviewed. The Settlement '94 prediction session held in Texas clearly showed the deficiencies in the present settlement pr... The main objective of this paper is to review the current state-of-the-art for predicting settlements of shallow foundations in granular soils. The traditional settlement prediction methods are critically reviewed. The Settlement '94 prediction session held in Texas clearly showed the deficiencies in the present settlement prediction methods, which generally overestimate the settlements and underestimate the allowable pressures, making the foundation designs very conservative. Some recent developments, including two deterministic methods and a probabilistic approach, are discussed as they have significant potential to improve the current state-of-the-art. Several empirical correlations relating the modulus of elasticity of soil and penetration resistances and standard penetration and cone penetration tests are summarized. read more read less

Topics:

Shallow foundation (56%)56% related to the paper
54 Citations
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3. Can I cite my article in multiple styles in International Journal of Geotechnical Engineering?

Of course! We support all the top citation styles, such as APA style, MLA style, Vancouver style, Harvard style, and Chicago style. For example, when you write your paper and hit autoformat, our system will automatically update your article as per the International Journal of Geotechnical Engineering citation style.

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5. Can I use a manuscript in International Journal of Geotechnical Engineering that I have written in MS Word?

Yes. You can choose the right template, copy-paste the contents from the word document, and click on auto-format. Once you're done, you'll have a publish-ready paper International Journal of Geotechnical Engineering that you can download at the end.

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12. Is International Journal of Geotechnical Engineering's impact factor high enough that I should try publishing my article there?

To be honest, the answer is no. The impact factor is one of the many elements that determine the quality of a journal. Few of these factors include review board, rejection rates, frequency of inclusion in indexes, and Eigenfactor. You need to assess all these factors before you make your final call.

13. What is Sherpa RoMEO Archiving Policy for International Journal of Geotechnical Engineering?

SHERPA/RoMEO Database

We extracted this data from Sherpa Romeo to help researchers understand the access level of this journal in accordance with the Sherpa Romeo Archiving Policy for International Journal of Geotechnical Engineering. The table below indicates the level of access a journal has as per Sherpa Romeo's archiving policy.

RoMEO Colour Archiving policy
Green Can archive pre-print and post-print or publisher's version/PDF
Blue Can archive post-print (ie final draft post-refereeing) or publisher's version/PDF
Yellow Can archive pre-print (ie pre-refereeing)
White Archiving not formally supported
FYI:
  1. Pre-prints as being the version of the paper before peer review and
  2. Post-prints as being the version of the paper after peer-review, with revisions having been made.

14. What are the most common citation types In International Journal of Geotechnical Engineering?

The 5 most common citation types in order of usage for International Journal of Geotechnical Engineering are:.

S. No. Citation Style Type
1. Author Year
2. Numbered
3. Numbered (Superscripted)
4. Author Year (Cited Pages)
5. Footnote

15. How do I submit my article to the International Journal of Geotechnical Engineering?

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16. Can I download International Journal of Geotechnical Engineering in Endnote format?

Yes, SciSpace provides this functionality. After signing up, you would need to import your existing references from Word or Bib file to SciSpace. Then SciSpace would allow you to download your references in International Journal of Geotechnical Engineering Endnote style according to Elsevier guidelines.

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